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BROOKFIELD DR over MORRISON CREEK

Map 

Coordinates:
+38.48194, -121.45889
38°28'55" N, 121°27'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BROOKFIELD DR over MORRISON CREEK
Structure number:24C0121
Location:0.3 MI W OF FRANKLIN BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:153.6 ft. [46.8 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Skew angle:18°
Owner:City or Municipal Highway Agency [04]
Year built:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:7
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:7,022 [as of 2008]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:39.6 tons [36.0 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201497.0Not deficientGoodGoodVery Good7022
April 201295.5Not deficientFairGoodGood10500
October 201095.5Not deficientFairGoodGood10500
June 200895.5Not deficientFairGoodGood10500
April 200695.5Not deficientFairGoodGood10500
May 200496.0Not deficientFairGoodGood6900
February 200496.0Not deficientFairGoodGood6900
March 200296.0Not deficientFairGoodGood6900
August 199897.0Not deficientGoodGoodGood6900
July 199597.0Not deficientGoodVery GoodVery Good6900
December 199297.0Not deficientGoodVery GoodVery Good6900
March 199097.0Not deficientGoodVery GoodVery Good6900